Laserfiche WebLink
m <br />x <br />_ o <br />9 <br />N <br />0 <br />i <br />15 <br />m <br />4D <br />-o <br />1 <br />0 <br />0 <br />N <br />0 <br />i <br />i <br />3 <br />S. <br />N <br />i <br />C <br />t— <br />19 <br />c <br />EZ <br />0 <br />U <br />i <br />a <br />N <br />N <br />0 <br />a <br />N <br />0 <br />co <br />M <br />S <br />(2) 2x6 OR (2) 2x8 <br />P PLATE SEE <br />VENT OR 2ND FLOOR <br />N <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />12x6 / 2x8 WALL BEYONDFLUSH <br />(2) 2x HEADER TO SIT <br />TO THE OUTSIDE <br />f2xDEADWOOD@MID <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />SEE PLAN FOR HEADERSEE <br />PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />POINT w/ (3)12d <br />DRYWALL NAILS <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEA►LS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />WALL IS 1 1/2" MAXIMUM <br />PLATE INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 21/4" <br />— <br />-J <br />2x BLOCKING @ EACH END W/ 1Od @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1)1Od @ 8" <br />VARIES EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. S4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12)1 Od <br />(3)1Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />*** STUD W/ (3)1Od NAILS <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW Ile <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)1Od <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90^ HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />—ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />LSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT A WALL <br />SCALE: N.T.S. S4 <br />1 ST COARSE 2ND COARSE T 3RD COARSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D <br />S4 SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />KNOCK-OUT)#5 LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 <br />t�l��!i�11iiI�I�lA11�!+�I� <br />■ <br />one <br />onJIM <br />■■�11 <br />lid■�■ <br />MEN <br />I IL <br />NOTES: <br />10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />t�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />G <br />S4 <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />SCRAP MATERIAL BLOCK WALL ABOVE. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />J <br />r W <br />r > <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />�8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER _ <br />CONNECTION ASSEMBLY <br />:.." GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. a a <br />a <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />SF p�N00� <br />�N <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1 Od x 1 1 /2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2X8 WALL) <br />1 Od NAILS @ 8" --� <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING —rt <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />V - 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER • EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)1 Od x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />OO SIMPSON HTT4 TYP. <br />Op O,4 U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />12 <br />(TYP.) SEE ELEV. <br />SIMLSON SP2 w/ (12)10d <br />NAIL AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT — <br />IN KO BLOCK AT EA. STUD <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL—` <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. <br />926 APPLY 3 LAYERS W/ TOTAL <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />EACH. 3RD LAYER 1/8" THICK. <br />CRICKET AS REQUIRED <br />BLOCKING (T)W.) <br />MAIN SPAN <br />ROOFTRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />RY WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />E SPLICE NAILS TOTAL) EA. SIDE OF <br />• 48. SPLICE STAGGERED <br />Od @ 8" 0/C <br />ATTACH ALL 1 <br />EXTERIOR STUDS <br />W/ 4b16d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG, TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON Q <br />SP4 SP2 SIMPSON SP4 3P2 <br />2X STUDS @ 24" O.C. <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />IN. (2) PER <br />BOTTOM PLATE <br />SECTION 2X P.T. <br />PLATE <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />d <br />°a a <br />INTO <br />- <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSC <br />SP4 <br />SP4 <br />/ LRINTELS <br />7. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Sp1 SIMPSON <br />SIMPSON SP4 <br />/ SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />'BLOCKING <br />@ EACH END <br />w <br />CL <br />2x TOP PLATE <br />fn <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />SEE AIS3 FOR <br />STAGGERED FROM BOT. <br />REINF. INFO. <br />PLATE TO CONCRETE <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />° e ° • <br />HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o • <br />HTT5 wl (26)10d NAILS (4670# SPF) <br />00 • <br />DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) <br />° o • • <br />HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />000 <br />° • <br />HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />• <br />HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) <br />_ <br />"— • <br />HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />• <br />HDU11-SDS2.5 w/ (30)1/4" x 2112" SDS (6865# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />C <br />• FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />• FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />° <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />HTT / HDU TENSION TIE N <br />SCALE: NTS <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />�-1 Od NAILS @ 6" <br />STAGGERED <br />CO <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />ROOF TRUSS ABOVE <br />/- 2X BLOCKING <br />a I I <br />2X8 P.T. BOTTOM P TE G' <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />1 NA L 4" <br />-(2)16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />/� Oct I S @ 10d NAILS @ 6" O.C. <br />/ STAGGERED A <br />d <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES C E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12"izo <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />,5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. S4 <br />•� <br />.•'•✓4L,�, <br />�� • • w—cd' <br />To the best of the Engineers knowiedge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 8th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E m <br />8 m� <br />V <br />$a J <br />lh M P S LL <br />0 <br />to <br />u_ LLLL a <br />- N fh l!J r ' <br />>g'° aaLd <br />z <br />�r°rn zz o <br />m$ <br />W <br />gym29 <br />m o r- 0 d 0p <br />IL=- <br />O�—rRNo �0m <br />z <br />NQ(hZ <br />°d ❑❑❑ <br />W <br />z � <br />Z <br />tl N <br />N <br />z <br />�_ <br />C1 <br />!71 <br />U <br />LU <br />rn <br />0 <br />c <br />t'a <br />�- <br />C) °D <br />,,, � <br />0 <br />Q In Y <br />B <br />7:4 <br />0! <br />� <br />M <br />H� <br />W <br />J <br />� <br />`g E <br />a <br />wo <br />�� <br />o° <br />z• <br />14 <br />(6 <br />ao <br />o <br />XUj <br />oa <br />0 V <br />O <br />z <br />O E <br />O <br />i <br />a p <br />°1z <br />.0 <br />�� <br />0 <br />wz <br />. <br />.N. <br />ro <br />N C <br />- ai <br />go <br />mo <br />9 <br />F <br />Q Z <br />z <br />m <br />W <br />a <br />U <br />l <br />wLL <br />g� <br />U <br />az <br />w <br />FC� <br />3t <br />�LL <br />w <br />z <br />mj <br />o <br />vco <br />-2_ <br />8� <br />J <br />I* <br />L <br />� <br />W <br />� <br />c� <br />.> <br />M <br />-' <br />a <br />CD <br />Al m <br />y <br />(O <br />r <br />o <br />O_) <br />d" <br />Z N <br />o <br />0 <br />E <br />tM <br />M <br />o <br />C <br />E O <br />E <br />:3 <br />m <br />c <br />a <br />0 <br />U <br />Q O <br />JOB <br />NO : <br />20-2744 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />